Serious corrosion of the reinforcing steel in concrete could be resulted by ingress of chlorides due to coastal exposure and by use of untreated sea degraded aggregates as construction material. It eventually endangers the integrity of the concrete structure. This paper discusses the influences of several key parameters on the effectiveness of electrochemical chloride removal technique, including NaOH andH3BO3 electrolyte temperature, concrete cover thickness, and the interference of mold nails. This study also evaluates the influences of treatment duration and ASR reaction on chloride distribution of concrete which had been desalted by Na2CO3 electrolyte 14 months ago. The effect of carbonation on bounded chlorides was also evaluated.